Hol-US 62/SR 60-05.24/06.60
Holmes County · est $0.5M
Bid dateThursday, August 12—
Holmes County · est $0.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 80 more items below.
| Item | Quantity | R1Bog Construction INC | R2Bcc Ohio INC | R3Buds INC | R4Eclipse CO LLC | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (DESI | 90 FT | $600 | $594 | $1,075 | $575 | $1,250 | 18% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $45,000 | $15,405 | $15,000 | $22,500 | $12,500 | 15% |
| 611E20700 48" CONDUIT, TYPE A, 706.02 | 114 FT | $250 | $324 | $512 | $270 | $450 | 9% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 54 CY | $393 | $267 | $255 | $255 | $375 | 7% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 166 CY | $110 | $163 | $120 | $152 | $165 | 6% |
| 624E10000 MOBILIZATION | 1 LS |
| Item | Quantity | R1Bog Construction INC | R2Bcc Ohio INC | R3Buds INC | R4Eclipse CO LLC | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $2,340 | $8,000 | $9,500 | $3,500 |
| 202E23000 PAVEMENT REMOVED | 43 SY | $30.00 | $14.99 | $35.00 | $19.00 | $25.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 34 FT | $50.00 | $19.52 | $45.00 | $15.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 229 FT | $2.00 | $2.10 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| $15,500 |
| $40,319 |
| $28,080 |
| $65,264 |
| $20,000 |
| 5% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $6,624 | $8,100 | $12,500 | $16,500 | 4% |
| 304E20000 AGGREGATE BASE | 120 CY | $90.00 | $110 | $120 | $77.00 | $85.00 | 4% |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $9,739 | $15,000 | $32,500 | $12,500 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $23,546 | $6,600 | $14,500 | $35,000 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (15 CY | $630 | $504 | $375 | $490 | $450 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 16 CY | $575 | $442 | $450 | $425 | $375 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,813 LB | $3.20 | $2.32 | $2.30 | $2.50 | $4.00 | 3% |
| 611E13200 30" CONDUIT, TYPE A, 706.02 | 59 FT | $150 | $256 | $470 | $232 | $275 | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 10 CY | $860 | $755 | $500 | $720 | $450 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 22 CY | $350 | $1,079 | $700 | $661 | $750 | 3% |
| 202E35200 PIPE REMOVED, OVER 24" | 180 FT | $40.00 | $23.33 | $45.00 | $20.00 | $150 | 2% |
| 203E10000 EXCAVATION | 359 CY | $20.00 | $13.55 | $20.00 | $17.00 | $20.00 | 2% |
| 503E21100 UNCLASSIFIED EXCAVATION | 225 CY | $30.00 | $18.42 | $25.00 | $45.50 | $25.00 | 2% |
| 646E10010 EDGE LINE, 6" | 0.11 MILE | $58,000 | $54,600 | $55,000 | $49,726 | $12,500 | 2% |
| $2.50 |
| $3.00 |
| $3.00 |
| 203E20000 EMBANKMENT | 182 CY | $20.00 | $14.42 | $25.00 | $24.00 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 429 SY | $4.00 | $1.95 | $3.50 | $2.00 | $2.00 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 150 FT | $35.00 | $35.28 | $42.50 | $35.00 | $55.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,650 | $1,664 | $1,700 | $1,700 | $1,800 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,400 | $1,386 | $1,200 | $1,400 | $1,800 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $585 | $194 | $250 | $239 | $250 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 27 CY | $65.00 | $155 | $120 | $141 | $95.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 3 CY | $200 | $235 | $225 | $359 | $95.00 |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 17 CY | $100 | $169 | $120 | $147 | $95.00 |
| 659E00100 SOIL ANALYSIS TEST | 4 EACH | $50.00 | $63.26 | $25.00 | $222 | $25.00 |
| 659E00300 TOPSOIL | 149 CY | $35.00 | $18.00 | $15.00 | $51.50 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 1,343 SY | $4.00 | $2.78 | $4.00 | $3.00 | $10.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 67 SY | $1.00 | $1.05 | $0.01 | $1.00 | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $1,000 | $630 | $500 | $666 | $1,200 |
| 659E31000 LIME | 0.28 ACRE | $100 | $36.75 | $150 | $39.00 | $800 |
| 659E35000 WATER | 7 MGAL | $1.00 | $1.05 | $1.00 | $1.00 | $0.20 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,500 | $5,550 | $10,000 | $15,000 | $12,500 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 7 CY | $850 | $1,187 | $1,250 | $2,469 | $750 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,500 | $1,090 | $2,000 | $2,648 | $750 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 36 SY | $29.00 | $29.22 | $25.00 | $34.50 | $50.00 |
| 512E33000 TYPE 2 WATERPROOFING | 218 SY | $25.00 | $20.40 | $20.00 | $14.50 | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $10.00 | $5.55 | $15.00 | $7.50 | $25.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 8 CY | $80.00 | $135 | $200 | $74.00 | $85.00 |
| 602E20000 CONCRETE MASONRY | 1.1 CY | $1,200 | $2,652 | $2,000 | $2,117 | $750 |
| 611E06400 15" CONDUIT, TYPE D | 35 FT | $45.00 | $62.61 | $150 | $142 | $175 |
| 407E10000 TACK COAT | 41 GAL | $5.00 | $4.20 | $5.00 | $4.50 | $10.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 95 GAL | $37.00 | $35.70 | $25.00 | $37.50 | $20.00 |
| 441E50401 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $860 | $755 | $700 | $720 | $1,250 |
| 617E10100 COMPACTED AGGREGATE | 30 CY | $95.00 | $75.05 | $130 | $131 | $85.00 |
| 621E00100 RPM | 4 EACH | $650 | $572 | $600 | $605 | $1,000 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $50.00 | $15.60 | $10.00 | $8.50 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, TWO-WAY | 5 EACH | $10.00 | $8.82 | $10.00 | $10.50 | $25.00 |
| 646E10200 CENTER LINE | 0.08 MILE | $58,000 | $55,125 | $55,000 | $50,193 | $12,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 30 CY | $100 | $717 | $100 | $225 | $50.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.16 MILE | $5,000 | $15,120 | $2,000 | $27,119 | $1,250 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.11 MILE | $5,000 | $11,340 | $2,000 | $26,913 | $1,250 |
| 616E10000 WATER | 5 MGAL | $1.00 | $1.05 | $1.00 | $30.00 | $0.20 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $1,365 | $5,000 | $4,500 | $2,500 |
| 202E23000 PAVEMENT REMOVED | 75 SY | $30.00 | $13.51 | $30.00 | $11.00 | $25.00 |
| 202E32000 CURB REMOVED | 21 FT | $30.00 | $14.64 | $5.00 | $7.00 | $20.00 |
| 203E10000 EXCAVATION | 282 CY | $20.00 | $19.43 | $25.00 | $21.50 | $25.00 |
| 203E20000 EMBANKMENT | 7 CY | $100 | $334 | $40.00 | $63.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 78 SY | $5.00 | $2.12 | $4.00 | $4.00 | $2.00 |
| 609E26000 CURB, TYPE 6 | 21 FT | $38.00 | $43.14 | $65.00 | $110 | $75.00 |
| 601E11000 RIPRAP, TYPE D | 5 SY | $150 | $408 | $700 | $317 | $150 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 10 CY | $100 | $223 | $120 | $190 | $95.00 |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 9 CY | $80.00 | $221 | $120 | $202 | $95.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $63.26 | $25.00 | $222 | $25.00 |
| 659E00300 TOPSOIL | 56 CY | $30.00 | $28.45 | $30.00 | $55.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 500 SY | $5.00 | $3.62 | $4.00 | $4.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $1,000 | $604 | $500 | $638 | $1,200 |
| 659E31000 LIME | 0.1 ACRE | $100 | $42.00 | $200 | $44.50 | $800 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.05 | $1.00 | $1.00 | $0.20 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 690E65016 SPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SO | 15 TON | $100 | $553 | $300 | $65.00 | $1,400 |
| 690E65024 SPECIAL - WORK INVOLVING REGULATED WATER | 505 GAL | $5.00 | $16.01 | $2.00 | $7.50 | $10.00 |
| 602E20000 CONCRETE MASONRY | 2.2 CY | $1,200 | $2,618 | $1,800 | $1,440 | $1,500 |
| 304E20000 AGGREGATE BASE | 13 CY | $100 | $148 | $140 | $98.50 | $85.00 |
| 407E10000 TACK COAT | 8 GAL | $5.00 | $4.20 | $5.00 | $4.00 | $10.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 3 CY | $1,320 | $1,217 | $1,300 | $1,160 | $450 |
| 617E10100 COMPACTED AGGREGATE | 5 CY | $100 | $75.08 | $158 | $131 | $85.00 |
| 621E00100 RPM | 1 EACH | $650 | $604 | $1,750 | $638 | $1,000 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1 EACH | $100 | $15.60 | $5.00 | $10.00 | $50.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 13 FT | $40.00 | $36.75 | $15.00 | $39.00 | $185 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $100 | $47.25 | $45.00 | $50.00 | $190 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $100 | $78.75 | $45.00 | $83.00 | $250 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $100 | $15.75 | $25.00 | $16.50 | $50.00 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $100,000 | $54,600 | $55,000 | $49,727 | $25,000 |
| 646E10200 CENTER LINE | 0.01 MILE | $150,000 | $68,250 | $68,000 | $50,193 | $25,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,500 | $3,602 | $6,500 | $14,500 | $12,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $100 | $1,621 | $100 | $225 | $50.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.02 MILE | $5,000 | $15,120 | $12,000 | $27,119 | $1,250 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.04 MILE | $10,000 | $11,340 | $12,000 | $26,913 | $1,250 |
| 619E16010 FIELD OFFICE, TYPE B | 8 MNTH | $500 | $1,991 | $125 | $600 | $100 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 | $6,150 | $11,515 | $17,500 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (DESI | 90 FT | $600 | $54k | 12% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $45,000 | $45k | 10% |
| 611E20700 48" CONDUIT, TYPE A, 706.02 | 114 FT | $250 | $29k | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 54 CY | $393 | $21k | 5% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 166 CY | $110 | $18k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,500 | $16k | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $12k | 3% |
| 304E20000 AGGREGATE BASE | 120 CY | $90 | $11k | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $10k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $10k | 2% |